HomeMy WebLinkAboutseptic info SEPTIC SYSTEM INVENTOR Y
Address: 3083 Farview Ln. PID: 04-1 17-23 33 0005
Building Typeresidence BRs Install'd for: 4 In Musa: Yes
Permit#: 4961 Date of Permit: 10/3/77 Installer: Widmer Bros.
System Type: standard trench Performance: no Tank Filter:
SYSTEM CONDITION
Conformity: 3 Tank Condition: 9 DF condition: 8 Failure Pot: medium
SEPTIC TANKS p���
Material: Capacity: 1000, 1000 � �f '
Setback to Bldg: 10 Cesspool: �j �
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DRAINFIELD
Length of Lines: 75 # Lines: 75 Trench Width:
Treatment Area: 1000 Type of Filter: rock Soil Boring: yes
Tile Size: 4 Under Tile: Perc Rate: 10
Setback DF-Bldg: 30 DF Ht above Wt: 0
Soil Type: sandy clay Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 75 Well-DF: 75 Report in File
Pump Type: subm. Depth: Diameter: 4 Method:
INSPECTION RECORD PUMPOUT RECORD
DA TE DESCRIPTION COMPLIANCE DA TE GALL ONS
6/21/79 no surfacing 1 4/17/91 1500
9/6/84 no surfacing-no risers 1 9/20/95 2000
8/7/87 no surfacing 1 3/10/97 2000
7/30/90 no surfacing 1 8/10/98 1800
7/19/91 no surfacing 1 8/28/00 1800
11/2/94 non-conforming-repair by 12/31/95 3 6/11/02 2000
8/27/96 non-conforming-repair by 12/31/96 3 4/03/03 1000
5/24/99 non-compliant-repair by 12/31/2001 3
7/12/O1 non-compliant,replace by 12/31/2007 3
7/28/03 non-compliant,replace by 12/31/2007 non-compliant
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' ' CITY of URONU
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\�,a�',, �"' `� r� � '� ti%� Municipal Offices
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`�'��.� '' ��� `;' .�G ' Street Address: Mailing Address:
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'�9$EgKO�`i' 2750 Kelley Parkway P.O. Box 66
�-_�'�� Orono, MN 55356 Crystal Bay, MN 55323•0066
To Current Owner: Address: 3 G' �3 �c�y, ��.�-- �;��
City Ordinance 199 requires that each existing on-site sewage treahnent system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does no[meet all[he location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requiremen[or two foot requirement for systems installed 1996 or earlier,and wliicil is not failing or
/'� an imminent threat to public health or safety.
� � ) "NON-COMPLIANT SYSTEM" A prohibi[ed ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
�J or may not meet all the location,desig�7,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS wi[h fess than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION (5-7): �
Tank inspection indicates:
� Pumpout not needed at this time.
Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped ''� - '�1��..� )
Make sure septic tanks are pumped through manhole and not throuQh white insaection pipes This allows for the
proper cleaning. Keep water softner and iron fitter discharge out of septic svstem.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4" dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D INFIELD CONDITION 8-10 : �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing, not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS:__ ���-�:��_�\�) �S �iCiC�— L V^��1:����-- �r�it e�-,�'s I� b� ; c�I���t�/
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Date of Inspection Matt Bolterman - Septic System Inspector
Note: [n the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee
or certify that an existing system will continue to function properiy,but is merely an opinion of the adequacy of the system under cunent conditions based on the available
information.
Telephone(952) 249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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Street Address: Mailing Address:
���9� p4��� 2750 Kelley Parkway P.O. Box 66
Esi3
-- Orono, MN 55356 Crystal Bay, MN 55323-0066
To: The Cunent Owner of Address ���� �,� �tJ��E���
City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewa�e treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes
l�To —�—
If yes, please contact the Onsite Systems Manajer at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identifi as Non-Compliant
Yes �
No
If yes, system must be brought ' o compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pump out Needed
Yes _�
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
�-( - 3 — � � . The tank(s) should be cleaned through the manhole and
not throu�h the inspection pipes, this allows for proper cleaning,
Comments:
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Inspector: �"��� Date of Inspection
'�`elephone(9�2)249-4600 � Fas (9�2) 249-4616
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i=�y����� CITY of ORONO
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'�� ��;�f�,°���► G Street Address: M
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�E$1I� 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: p������ �y e�S Address: 30�3 �c��,,-,e,�,. � r�
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rivo years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORI�IITY (1-3): 3
1 °CODE SYSTEM�� r1n ISTS which meets all thz location,design and construction staadards of the current Orono Ntunicipal Code.
2 ��COIviPLIANT SYSTEM�� An ISTS which does not meet all the localion,design aad rnnstruction standards ofthe cucrrnt Orono Municipal
Code but does meet the three foot sepazation requ'ueme�and which is not failing or an i�inerrt threai to public health or safety.
03 ��NON-CONIPLIANT SYSTEM�� A prohibited LSTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono\innicipal Coda and which is failing for any reason;and
any ISTS with less than thtee fzet of unsaturated soil or sand between the distribution de�ice and the limiting soil characteristics.
TANK CONDITION(�-10): b
Tank inspection indicates:
� Pumpout not needzd at this time.
OTank must be pumped out this year (ciry code requiru tanks to be pumped out every 3 yr.ars. Tank was last pumped O^��'�� �
7 Sulids accumulation in tanks is at a critical a crilical lecel. Tanks should be pumped out�s soon as possible.
8 System is discharging to thz surface. Tanks must be pumped out within 48 hours to eliminat`surface discharge.
9 Inspzction risers missing-tanks coutd not be inspeded. Inspaction risers(4"dia.pipe)must bt instalted in zach tank at ne�ct pumpout Iftanks
have nut been pumped out within the last three years,they should bz pumped out now.
i� Inspectiun pipz is located directiy over tanic ba81e(does not give accurate measurement ofsolids aeeumulalion). If tanks have not been pumprd
out within the last three years,they should be pumpzd out now.
DRAINFIELD CONDITION 11-14 : \\
1 Drainfield is dry,no surfacing evident
1� Some avidence of surfacing,not ctitical yet
13 Draintield is saturated and visibly discharging untreated e@luent to the surfaca Contact the Cin•Inspector immediately.Repairs must be
complated within 90 days.
1-� Drainfield astent and condition unknown
CONII�NTS: SySj-c�.. ;S �o�- ca�.�1��- d�c -t-o 1q��'. o� 3 �oo-r 5cpc�� ��
�� ..�c�� h o�o^, �F r�e.�c�.eS ��� w�tc� t�51e , �c ��, 5 ►�-31� ao 0 7_ �M
�-c��\c-S.
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Date of Inspection Scptic System Inspector '�
hota: In tha event that this inspection report is used to satisfy the requuemznts for a mortgage or other transfer of property,be advised that this repoR dces not guarantze
or certify that an esisting systtm will continue to function properly,but is merely an opinion of the of the
�o�atio� �'�Y s7'S'�under currerct condilioas based on the available
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i� � �� CITY o� ORONO
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�„� � +�;.� '��� � ��,�� Municipal Offices
\�,�� �r �' � �`���G� Street Address:� Mailing Address:
��Hp � 2750 Kelley Parkway P.O. Box 66
�_� Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: � � Address: 3083 Farview Ln.
Permit #'s: 4961 Dates: 10/3/77 Contractors: Widmer Bros.
(This is �j an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 3
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
� Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level is [ ] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 9
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
� Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [ ] or are not [ ] water tight or the condition is [�] unknown. If the tanks
�
are not confirmed to be watertight, this classification is subject to zevision.)
INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact
the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : medium
COMMENTS: The septic system is non-compliant, but does not appear to pose an imminent threat to
public healtn or safety (surface discharge or backup into the dwelling) . The system must be
repaired or replaced by 12/31/2001 or within ninety days of posing an imminent threat to public
health or safety, whichever comes first.
Dat��� �r �
nspection c System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone(612)249-4600 • Fax(612)249-4616
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' , �� � CITY of 4RON0
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'` ' :;4 - ti Munici al Offices
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�\ � � �� � �`�� � � Street Address: Mailing Address:
V`9�'Eg$Og� 2750 Kelley Parkway P.O. Box 66
�\�-- Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: � � ) �•�' ���� Address:3083 Farview Ln.
Permit #'s :4961 Dates :l0/3/77 Contractors:Widmer Bros.
(This is [�] an existing system [ ] new construction)
,. �
SYSTEM COMPLIANCE (1-3) : 3
1 Code Svstem: Meets or exceeds current City standards in all respects relating to
design, construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction,
but in most respects appears to be designed, located, and constructed in accordance
with previous codes and is functioning properly.
� Non-Compliant Svstem: System may or may not meet current City standards for design,
��� construction, or location, but is failing to properly treat and dispose of the
current input; and any system with less than three feet of vertical separation
between the bottom of the drainfield and the saturated soil level .
(The saturated soil level [� has or [ ] has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision. )
TANK CONDITION (5-9) : 9
5 Pumpout not needed at this time
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been
/'� pumped out within three years, they should be pumped out and risers installed now.
1 91 Inspection pipe is located over tank baffle-can not measure solids accumulation. If
�-J tanks have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [�1 were not
confirmed to be watertight by the licensed pumping contractor. If the tanks were not
confirmed to be watertight, this classification is subject to revision. )
INFIELD CONDITION (11-14) : 11
1 % Drainfield is dry, no surfacing evident.
- 2 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system acte and condition, soils, etc. ) : medium
COMMENTS: The non-compliant septic system must be repaired by 12/31/96 or within 90 days
of failure (surface discharge) .
�'o�� �� � �' r .L_.---� .
Date of Inspection ep ic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue
to function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
„� � INSPECTION REPORT
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Owner: T /i)����h ���� Address: ���� �l,i'r�1�1�1/� �•
Permit #'s: Dates: �I7�7� Contractors: ��(.�I7��j✓ �l�—�
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked belou.
(This is [� an existing system [ 7 neu construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYS7EM"-A system which meets all the tocation, design, and construction standards of the current City
Codes, and uhich is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet alt the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants tnto ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and uhich is failing for any reason; and any system with less than 3 feet of 4nsaturated soil or sand
between the distribution device and the limiting soil characteristics. �,� I,� )a�j_� �
r.� �—
(The limiting soil characteristic Q� has or [ ] has not been identified at t is time. If the limiting soil
characteristic has not been identifiied, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. [f tanks have not been punped out uithin the last three years, they should be purtiped
out now.
10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out uithin the last three years, they should be pumped out now. �� '�j �
_,�—� � �-
`-f�17-�1
DRAINFIELD CONDITION (11-14):
Drp1�field inspection indicates:
IItI Drainfield is dry, no surfacing evident.
�rl Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City [nspector
irtmediately. Repairs must be completed Within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.): l��
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ���L�,,,�
COMMENTS: CQ�P ,j/" rn�'rj�'�c���,�Pf''1'
� _
Date of Inspection Sep c ystem In ector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system toc�tien and pumping records.
WHITE COPY/Inspectors Fi�e YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
� �, INSPECTION REPORT
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Owner• ^ �)/ � ��� Address• .��� � �C!!�✓etn� � ��
Permit #'s: Dates: /�Q'.,�� Contractors: ��1//,71�'?pY"" �r'r1S.
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is f,� an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3): �
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): �
Tank inspect on indicates:
5 P p not needed at this time.
y� ccumulation in tanks indicates they should be pumPed out this year to help prevent future problems.
/7J o s accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
`8 ystem is discharging to the surface. 7anks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr field insPection indicates:
I�j Drainfield is dry, no surfacing evident.
TL Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE PACTORS (slope,setbacks,etc.): f- p
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��
COMMENTS:
Date of Inspection Se ic Sys em nspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system uill continue to function
properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the pre�nises with the system loc=tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore o f
Lake Mi�anetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER ��1�I���Cy�'� ADDRESS _J� �r�1�i✓
/ /
PERMIT NO.'S. �� DATES 1��3 77 CONTRACTORS � ���
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected a�d appears to fall into the category checked below.
(This is �an existing system ❑ new construction)
,�'J� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
'��' properly.
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
� 3 Does not meet curre�t City standards in many respects relating to design,construction, or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,a�d a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank"nspection indicates: ❑ Inspection pipe is located directly over tank baffle. (Does not
�Pumpout not needed at this time, give accurate measureme�t of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump• have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drai field inspection indicates:
should be pumped out as soon as possible. -�-Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) �-Adequate
❑ High water table Low � Fair
❑ Lot size �Medium � Poor
❑ Lake,wetland,or stream ❑ High � Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
�-/9-91
Date of Inspection eptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
w .
�, � '
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�� O� A �� �� CITY OF ORONO
O �'�;��� : 5EPTIC SYSTEM APPROVAL
O K
�a y .�. �e`�� � CITY of ORONO
,� ''''�'� �
�i�� l'�. y��� �� C MUIIICI���CCS
� �tl� �t�ti��`JJ ��� �,� POSt OfI1CC BOX GG
�� `��� ,�,;.�'��,\i�,r+f-�``� Crystal Bay,Minnesota 55323-0066
�kEsH�g'/
_ =
LOCATION: 3083 Farview Ln.
OWNER: Phi 1 Byers
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S-P Testinq REPORT DATE: Auaust l , 1993
The City of Orono has Approved your on-site system design as of Augus t 20, 19 9 3
(approved-disapproved) (date)
with the following comments:
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ORONO
By
Stephen eckman, On-site Systems Manager
T'ELEPHO[YE-473-7357� FAX-473-0510
S�P TESTING� �lr�. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
�LO� � ��93 August l, 1993
Phil Buyers
3083 Farview Lane
Orono , Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, four
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinanc�s .
This site has an existing Non-Conf�rming s�stem which �3oes not
meet the 3 ' seperation fron� the bot�om of ti�e rock to the seasonall�
high water table . The existing tanks may be used upon approval
by the local Inspector . The tanks may be block type and will need
to be aban�on�d , pum��d & filled �h�itr. soil .
The soils on this site are SCS soils mapped - HbB - Hayden loam. -
A seasonally hi�n water taal= wss locat�d at 54" to 76" , (mottle�
soil ) . The bottom of �ac'.z trer�ch must he locat:�-1 at 1Aast 3 '
above the s�asonally r�iy:� �f�ater table. A Standard Trenc� Syst2r�
may be installeC .
The soil� at at a depth of l�" & 24" have w �ercolation rate
averaging 10 . 5 mirliincn .
A pumping chamber will n�ad �o be install�d to lift th� efflu�nt
to the treatment area .
The power supply and s�aitches must 1�e located outside the manhole and
pumping chamber in a weather proof enclosure. A warning device must
be installed with a light and sound device, this is in case of a pump
failure . Mercury floats are a good method. The supply line pipe
must have back drainage to the pumping chamber .
All neighboring wells are located greater than 100 ' away from the
proposed treatment ar�a .
Cont ' d
Phil Buyers
3083 Farview Lane
Orono, Henn. Co. , MN
(2)
I<eep all heavy equipment off of the proposed treatment area before and
after construction. The treatment area should be marked off before
construction. This Design is not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewage Treatment occurs .
?aith proper installation and maintenance, this system should have no
problem in treating septic effluent effectively. ,
rlothing other than gray water, ( laundry, showers , etc. ) human
waste & toilet tissue should ba_ disposed of into the septic tanks .
Garbage disposals are not recommended . Smaller amounts of laundry
soaps , dish soaps , cleaning agents, etc. are better for the system.
Antibacterial soaps & chlorine agents May kill the bacteria needed
to treat septic effluent properly. Additives are not recommended.,
they may cause harmful damage to your system. Recommend to pump
& clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance .
` � —
Steven . Schirmers pS
SBS/ds
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Pr-�OpcRTY CF ��1i�- �il��'�� i
-(_����L.�__5l6L� oF ��+�A�� -- �a Perco!ation Tes's Sca�e: 1-°=`10� �
_ EL /on.no _ X�il Borinqs ��`d� �A��/\'��/ �-/�l�-\� �
---- ----- — �Bencl: h�ark O�0?�(� M 1..1 . �-��?a�.-� C�D.
, Note� ?his systern is �o be constructed to meet �
- --- — — the Minnesc�� Po:".u!ion Con'ro! Agency i
Chapter 7080 & Local Ordinance s-/P rEsriNc/iNc/� ;
Jesigr�d By- 7 oi✓--� . `7L7Lf1't— �
• r:ote : Chec}: all underground uti ? ities i � , :, ; - �_ i
, _:c•� _,_/�;, ��;. 6,� ��7-3566 �
- - ----- Cxi5ling grade
Irback fill 6��min.
3�to4�� loyer of uncompacted l
hay or slraw covered with ' O 4�pipe dia.
- red rosin paper � �
_ t � � �
� J��rock filter materiai
roke sidewalls � bottom to �
SET- BACKS remwe smearing � ' -�
i+=;8�36��
HOUSE System must be�
Tank 2�' from property lines TRENCH X- SFCTION
'�1�U_.-'[�A- tiv� T 2�_� from wells ,
��x�yt��� ��c� 4u�P �2 from bidqs. (min. of two trenches)
��' �N� �`��- t--���-- _���„-;, Treatment area =�fran lakes, _� streams (mmc, length 100�� �
Treatment area ?�� from property lines
t-i�►-�►�o ES ��r-���� ��from wells
R��'`r'`� ��from bldgs. �
�- - L from trees ote•Power supply and switches must be in a weather �
SGIL BORING ELEVATIONS
, � ! ,. proof endosure outside �pumping chamber �
zomin. � 99.0 � , � � :_ � , � - - TH"I EL.-92�
„ � � � � , , ;
-_-=a-p�pe=__-�_-��---' �---' ;� TN.R2 EL.-q V.3
, , �-�:---~;--a — ..
Tank Tank � � ' ' � � � � i � �.
Drop to Tank " 4�-� �-��E � �--� - �-1 i Grode�/o slope TH. 3 EL.-2�
� ti�-�o� � ,� � At least 41/2�of undisturbed TH."4 EL.-
Min. I��to 8� �Pumping
a`� p� �, earth between trenches TH"5 EL-
Max.l��to4� '��1��� L, -���� �,�L,.r 1_�vu�n(�=��r5)Chomber 1��� ELEVATION at PROPOSED PUMPING
4�to 6��dia. pipe �`''��`'C"�E- �s�b �4� ���ov�� DROP B�XES CHAMBER-� (ground elev.) 9`i.oP
T��^l�1-1� G�M 1�s���uiz- - mA`T _i.�'�nw1-'�a A� �xts-slT�t, '��`1�i.'S
�� -gwC�G -1'�(P�- -Y�T�4uovu R�wt��t�l��-'%ISt�tL _ '�D4 D� �X.1�T)}-�V i ' =0l'7.`7
SYSTEM DESfGN . __ _
TYPE�S,y BEDROOM - Percolation rate IU,S� min.�nch (design II�- O min./inch)
Treatment area required w/� of rock filter moteria1�+10% =45�1 sq.ft. of trench bottom area needed =_�� trench width = lin.ft.of trench needed , number of drop boxes
Number of tanks required� , Ist tank D�0 gaf_, 2nd tan DOJ gal. minimums � (to be determined by the insiai!er) '
Clean rock 9 cu.yds. ( 3/4�� to 2 V2��dia.,indudes 2��above pipe ) ' PROPERTY OF� ����- �u�C�s
Pumping chamber copacity= 25% of daily sewoge flow�of looQ gal.=1SD:gal.+Reserve.storoge�.gol.+ Pipe_back drainage �7 gal.=ZoL,gal. cop. ���'3 '��'��/l�t,v LL���
�so - a „ e�S ������_ ,�5��,n� op o P _o`�o�0 1�-)�I • ►�'��� . Gl c�•
( Reserve storage = �5gal./ bedroom =�UO,yal. + pipe back drainoge-1�4 ga,./IOOlin.ft._ pipe- length of pipe needed ap��_ ft. =�.9a1.)
. 1� � �� �
' � Pump size � �hp w/mercury float pump controls �S�C �( 1-1{vq�_ __'Q�¢���-��sc.���-�� �}��.11 �m,n. 'M1�x. S-P TEST/NG /N
Note � When corsstructing bed -- , this area should be shaped Note= Distance from treotment orea to neighboring wells— Designed By� ��� — � �� ��''�'-
� to divert run-off from entering treatment orea. L���k'<'� � /vU
• Date �/�/�, PH. 6I2-497-3566
• INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
FLOW Estimated Sewage Flows in Gallons per day
A. Esrimated �C� U gpd �g��
� measured — x 1.5= — gpd um r
SEPTIC TANK VOLUME of Type I Type II Typc IlI Typc
B. �. _/c�o�� g
allons Bedrooms 1V
2 300 225 180
SOILS(Site evaluation data) 3 450 300 218 0�
� , �� � n 4 600 375 256 �,I�a
C. Depth to restricHng layer= 4 -(o -t�D (o -`1 feet 5 750 450 294 ;,,
D. Maximum depth of system C-3 ft= I •S�(o a.o feet 6 900 525 332 TI�ori•
E. Percolation rate ,[_(�.S MPI 7 1050 600 370
F. Soil Sizing Factor "l. lo')sq ft/gpd (Sce table 3? g 1200 675 aos �o�,u,l,5
TRENCH BOTTOM AREA Septic Tank Capacitics,in gallons
H. For trenches with 6 inches of rock below the pipe:
A x F= x = ft of bottom area Number of Minimum Liquid Liquid capacity with
SQ Bedrooms Capaciry garbage disposal
I. For trenches with 12 inches of rock bclow the pipe: a�
AxFx0.8= (acx� x���x0.8= vlsqftofbottomarea�►o`�,=�4S1 23a45 io�o�o �5�
J. For trenches with 18 inches of rock below the pipe: a o�6 tsoo 22so
A x F x 0.66= x x 0.66= sq ft of bottom area �'8°�9 200° 3a�
over 9
K. For trenches with 24 inches of rock below the pipe:
AxFx0.6= x x0.6= sqftofbottomarca
BED BOTTOM AREA
L. For seepage beds with 6 or 12 inches of rock below the pipe;
1.5 x A x F=1.5 x x = sq ft of bottom area Soil Characicristics ynd Rcquircd Arc•rs
foe Sewagc 1�calmcnt
ROCK VOLUME IN CU FT PercolatimRaeein Squam Gallons
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: us„u���r�,�n Soil Tezturc r�� per day per
(�1) gallon per square foot
M=Rock depth(ft)+6 inches x Area (H,I,J,L or K) a�y
(� ft+0.5 ft)x ��sl =1'��1 cu ft Fastcr than 0.1• Coacu Sand ---- -----
ROCK VOLUME IN CU YDS o.i�s Sand o.s3 i.2o
0.1 w 5 Fine sand•• 1.67 0.60
N. Volume in cu ft divided by 27 6to�s Sandy Loam �. � 0.�9
M+27=cu ds +27= cu ds �°'m 6' o.�o
y L�31 �L1 y 3i aas �r m z oso
ROCK WEIGHT a6 w 6o c��Y�m Z.�o o.as
Slowcr than 60•`• Clay ---- -
O. Cubic yards times 1.4=tons
Nx1.4=tons�_x1.4=�tons
DISTRIBUTION
(Check one based on slope) � f•r•r•r•f•f•f•f•f�:�f:f•f T
,•�,ti,ti,ti.ti.ti.•�.ti.•,.•.••,• ti•
Bed (less than 6%slope) ,f•f•f•f•f•r•r•r•f•f•f'r•r, 2 inch Covcr
ti•ti•ti•ti•ti•ti•ti•'.•'.••••'••' �
f�f.r.f.f.l.f.f.f���t•��l�t
Trenches ' ���''�''���
� r•f'r'f' ��f::'t�t
:ti.ti.•.•ti• . . ti..
✓Dro boxes(an slo ) f'r'�• '�f�r��'
.ti.ti.ti:�
p }� � f.r.f. 'r;r•r•f 4 inch Pipc
Distribution box(level to slighdy sloping) �'�'�'� .
t•t•t•f• •l•f•f•�
� ti ti ti• ti•'••ti•'
TRENCH LENGTH f f f r�r� �f f•r�f�f
ti,ti,.,,ti,.,. . . ti,.,..
f.f.f.r.;.f.f.r•:•f•r•:•r /�
P. Select trench width=_�ft ~��������'�~�t�~��������������� 1 a
ltiftiftiftiftif.�f.�ftif�ftif.�f�:tif.
Q. Divide bottom area by trench wid th: (H,I,J,or K)+P= f�'�f�f�f�f�f�r�''f�f'•��l�r'
ti•ti•ti•ti•'.•1•'.•ti•
l'r•f�f•f�f•r• •f•j•f•f•r•f 6-24inch
. ti•ti•'.•ti•ti•'L•ti•ti•'.•1•.�,ti..
lineal feet ' f'''f'f'f'f'r'f"'f�'�r�f'
rti•ti•ti•ti•ti•ti•ti•ti•ti'ti'ti''•'ti''Rock Delow the 1'i
•r•r•r.r•;•f•r•r•:•r•;•:•r• P'
+ ':'�'�'ti'ti'''ti�~'~'~'~��'��'�� I
4�1 �_�' lineal feet : r.r.r.f.f.r.r.f.f•:.:•f.:
.�.�.�.�.�.�.,,.�.•......,.�.... .L
f.f.r.f.f.f.r•r•r•r•f•r•:
LAWN AREA ti.ti•ti•ti•ti.ti.ti.ti.•.•.,..,,ti..,..
'r;r;f•r;r;r;f;r•r•r;r;f•f•r
R. Select trench spacing,center to center= � feet
S. Multiply trench spacing by lineal feet R x Q= sq ft of lawn area
�x�_=�ylsqft
LAYOUT(Use other side)
i 1.Select an appropriate scale;one square= feet.
2.Show pertinent property boundaries,right-of-way,easements.
3.Show location of house,garage,driveway,and all other
improvements, existing or proposed
4.Show location and layout of sewage treatment system.
5.Show location of water supply well.
6. Dimension all set backs and separation distat�ces.
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
\Gravity Distribution END PERFORATION OF A PERfORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of rc,a„�,,,.,
water use rate. T,pa�� ��t�"
2. Maximum suggested f�1.d�elivery to a drop box of a home system is 2,700 � ... " , . ..
' ��`���Loy�r ol Geot��til� FoOrk fa far•
gallons per hou�gp�to prevent build-up of pressure in drop box. : ��,,,,sa�e�,�. -�,��,�,,,,�y„,,,,,,«,r.a
.;.:ritn red rwi�DoD�*)
e�w a era P�rlaaibn DrlUed Hwlionwlly
Pressure Distribution • • • • '"'° •° "°°` r°o
3. a. Select number of perforated laterals �-- �'i:v��+ ,�, A� ��v�� �z•�o Eao.
.��Dwin Flsld RocM�� .,�i' ol Rxk laye�
b. Select perforaHon spacing= - ft. ' ` P„,ao,io�s'��a�ea m �
c. Subtract 2 ft.from the rock layer length. c,.a�s��c�,... Bo��om ol Lo��ral
----- _
2 ft�_- ft. . : , . .
��`�_ aioi�oi son P.oa,iY sw�nw
Belor.PlocMq sard Loyer
d. Determine the number of spaces between perforations.
Length perf.spacing= . ft.+ ft.= spaces TABLE OF PERFORATION DISCHARGFS 1N GPM
e. spaces+ 1 = perforations/lateral
' f. Multiply perforations per lateral by number of laterals to Head Perforationdiameter(inches)
get total number of perforations. , ,
�r. X -.,s. .���____ �rforations. �" ��
1.0a OS6 0.74
_..__ __ .. lS 0.69 0.90
g• �. X BP,,, �= gPm• 2.ob o.so �.oa
2S 0.89 1.17
SELECTED PUMP CAPACITY �J m Yn K}X 3.0 0.98 t.28
gP 4.0 I.]3 1.47
5.0 1.26 t.65
B.Determine head requirements: aUse].0 foot of head for residenHal systems.
1. ElevaHon difference between ump and point of discharge. bUse 2A feec of head for other establishmencs
�_feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
feet
3. Fricrion loss , P'�Le"g� F
a. Enter friction loss table with gpm and pipe diameter. � Poinc of Discharge
Read hiction loss in feet per 100 feet from table. �J �S
F.L.= 3 .a� ft./100 ft of pipe Elevauon Difference
b. Determine total pipe length from pump to discharge p�,,,,p g �
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times p\ipe length= 1.5 inch 2.0 inch 3.0 inch
„ U x 1.25 = �3 feet gpm Friaion loss pa 100 ft of pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= �3 x '3•�4� +100= � feet 14 1.28 0.38
4. Total head r uired is the sum of elevation difference, 16 1.63 0.48
� 18 2.03 0.60
special head requirements,and total friction loss. 20 2.47 0.73 0.11
25 3J3 1.11 0.16
r) + � + � 30 5.23 1.55 0.23
35 7.90 2.06 030
(1) (2) (3c) 40 11.07 2.64 039
45___ 14.73 3.28 0.48
TOTAL HEAD � feet 50 3.99 0.58
SS 4.76 0.70
60 5.60 0.82
C. Puxnp selection q /I�i�UY�"�
-1. A pump must be selected to deliver�- �!�' gpm (Step A)
with at least `� feet of total head (Step B).
L-1�
C�F.RTIi�:IC1�TI�(� ;� 00627 I,c��s of Soi 1 13ori nc�5
Location or Project Phil Buyers , 3083 Far�;iew Lane, Orono
Borings made by S-P Te.stinq, Inc . Steve Schirmers Date 7-27-93
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : lIand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 97 • 3 feet Surface elevation 96 . 3
J - --- ---_ --------- 0 -
Topsoil dark brown loam Topsoil dark brown loam
0 - g��
1 _ Gray g„ _ 1 , brown loam 0 - 10"
1 -
Brown clay loam
Brown clay loam
2 - 2 -
10" - 2-1/2 '
1 ' - 2 ' 10"
3 - 3 -
Brown loam
4 - 4 -
Brown loam 2-1/2 ' - 4-1/2 ' -MOTTLED
4-1/2 '
5 - 5 -
Rusty olive brown
loam
6 2 ' 10" - 6 ' 4"-MOTTLED 6 4" 6 -
Rusty olive brown loam
6 ' 4" - 6 ' 10"
7 - Rusty olive brown silty loa � _ 4-1/2 ' - 7 ' •
6 ' 10" - 7-1/2 '
f
8 - 8 -
I
7-1/2 ' '
End of boring at feet. End of boring at � feet.
Standing ��ater table : Standing water table •
present at feet of depth , present at 6 ' feet of depth,
�� hours after boring . hours after boring.
Not present in hole Not present in holE
- V
Mottled soil : Mottled soil :
Observed at 6 � 4�� feet of depth. Observed at 4-1�2 � feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-l�
EERTIf=IC11TInf1 ;k 00627 I,o�as of Soi 1 Rori nc�s
Location or Project Phil Buyers , 3083 Farview Lane, Orono
Borings made by �-P Testinq, Inc. Steve Schirmers Date �-2�-93
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : iland X , or Power , Flight
, or Bucket X
Depth, Boring number 3 Depth, Boring number
in in
feet Surface elevation 97. 8 feet Surface elevation
0 - - -- --- 0 - - -- --
Topsoil dark brown loam
0 - 10"
1 - 1 -
Brown clay loam
2 - 2 -
10�� _ 2 � 8��
3 - 3 -
Brown loam
4 - 4 -
5 _ 2 ' 8" - 5 ' -MOTTLED 5 ' 5 _
Rusty olive brown
6 - loam 6 -
7 - 5 � � � 7 -
8 - 8 -
�
End of boring at 7 ' feet. End of boring at feet.
Standing water table: Standing water table :
present at feet of depth , present at feet of depth,
hours �after boring . hours after boring.
Not present in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at S � feet of depth. Observed at feet of depth.
Not present in hole Not present in hole
Comments : Comments :
' CERT. #00627
. PERCOLATION TEST DATA SHEET
�'
a.m'.
Percolation test readings made by S—P Testing, Inc . o� 7—2 8-9 3 starting ar 10 : 5 4 P n�
reare)
Test hole location 3 0 8 3 Faz'vlew Lane , Hole number 1 , Date hole was prepared �—2�-9 3
Depth of hole bottom 2 4 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" Gray brown loam
- rown c ay oam
Method of scratching sidewall Kn i f e
2
Depth of gravel in bottom of hole inches
7-27-93 �: OOpm . 12
Date and hour of initial water filling , epth of�n�tial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon
6
, Maximum water depth above hole bottom during test inches
Time Percolation
�ime interval, Measurement. Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 10 : 43 prefill 6
10 : 54 11 : 24 " 2-1/4 13 . 3 30 min
11 : 29 11 : 59 " 2-1/8 14. 1 " "
12 : 00 12 : 30 " 2-1/16 14 . 5 " "
Percolation rate = 14 . 0 minutes per inch.
� CE�T. �00627
PERCOLATION TEST DATA SHEET
�a.m.
Percolationtestreadingsmadeby S'P Testing, Inc. o„ 7-28-93 startingar 10 : 55 m
ldme)
3083 Farview Lane 2 7-27-93
Test hole location ,Hole number , Date hole was preparec�
Depth of hole bottom 18 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 18" Brown clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
7-27-93 �• 00p,,� 12
Date and hour of initial water filling , epth OT�nitial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon
6
, Maximum water depth above hole bottom during test inches
Time Percolation
-�ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutesper
inch
• 10 : 43 prefill 6
10 : 55 11: 25 " 4-1/2 6. 7 30 min
11: 28 11: 58 " 4-3/8 6. 9 " "
12 : 01 12 : 31 " 4-1/4 7. 0 " "
Percolation rate = 6 • 9 minutes per inch.
CERT. #00627
• PERCOLATION TEST DATA SHEET
� a.ni.
Percolationtestreadingsmadeby S—P Testlnc�, InC . on 7-28-93 startingat 10 : 56 p.n�,
�,��e,
Test hole location 3 0 8 3 Farview Lane , Hole number 3 , Date hole was preparer� �—2�-9 3
Depth of hole bottom 2 4 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" TQ.psoil dark brown loam
10" - 24" Brown clay loam
Method of scratching sidewall Knif e
2
Depth of grave] in bottom of hole inches
7-27-93 �• 00 m . . 12
Date and hour of initial water filling , epth�imtial water filling inches above hole bottom
Method used to maintain at least l2 inches of water depth in hole for at least 4 hours AutomatiC s iphon
6
, Maximum water depth above hole bottom during tesr inches
Time Percolation
-;ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
• Water re aining in t st hole
10 :56 11: 26 6 2-7/8 10 .4 30 min
11: 27 11: 57 " 2-3/4 10 .9 " "
12: 02 12 : 32 " 2-3/8 10 . 9 " "
Percolation rate = 1� ' � minutes per inch.
� �,y,,�N`�1' „y'.:1 i �
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J�. :. . '-•���a`'�' .f'1< �
�' �'� �..�•:..L.�y: �:R'",'. .,----r---MWNO FILL 4'-6' .
�"S " �'.�� ..�• •• '�' �'�r: '` TO ALLOW FOR '
� i':1
i �%' �''"�'�� -`� : ' � SETTLING
_.. .�� �C�� '��- ������ T�,•, .1�A'` :j�'k.l- ;
,'.i i�lr, .�di�,t� '�, ���' ^ � -- �,-—GRASS COVEA
� • r� . .
. ..�;�,•,..°::,��fi-�'�?'`o � �+r-�,:_�a � I .
1 Q�`f`�� .r .},`� l�. , `------T-_-i�6� TO 34� OF SOII
. '�:.k.r.'��- �.' �i CO4ER ABOYE ROCK
' - .r>•, 'r< . . � ,,'' /�
� � oOu�Z ..:,``"� �' ij`'" •� --- ---•�-3/4' TO 2 1/2� DIA.
1 aam �• :;- ,�9:'.. {:t:i.
p �m ,�,!i�'^r��� � i � i� CLEAN ROCK
r ��-+-� .� � .>:, , �� ,=� ,
Z mm�,� 4t:►�;. : • '?�' `�` ` �-- —�5�--- � 4�-6� LAYER Of VNCOMPlkTEO
O<._{� �•:•+ , � s�' .Qi�' �' . F4AY OR STRAW CAVERED WITH
�+f X- . ��.: �',1`� ���' i '
ODO �{ •y;`y,,;f _�p�.,.; �� • �,� REO ROSIN PAPER OR GEOTEXT�LE FABRIC
2� {?�'-.,{ ' � � i.
� ;�". �"
--�-- N� `�` •, 1UF �i ''w -- ��' -TR£NCH BOTTOM MUST BE LEVEI
r � � .U ��5 � i i� THROUGHOUT LENGTN
� � �• _�' ���'`'',Y:�, .� /� ;/ �
I
i �N� `_I y.� ' � '--1" '--����---2� 4/1NIMUM ROCK CAVER ABOVE �IVE
.,"� i��
'r--� p � ���;,�;. ,��---- 6' MINIMUM ROCK DEPTH 6ELOW PIPE
--�-��-�-'i-' �C C /�� � �� 24' MAXIMUM ROCK DEPTH BELOW PiPE
I ' ' mm ,p�C mm ��� p51 L.__-�.�.'--- I�J---a� DIA RIGID VERFORATED PLASi�G PIPE WITH ONE ROW OF
� N �� OO� n-� ��\ p f���1 �;� � HOLES ALONG BOTTOM
r� � �Z{ �-� ��\ ��� I� /��� —
� mr �m � ��� � ��i •--WATER TABLE OR IMPERVIWS I.AYEfi SUCH AS CLAYPAN,ROCK, ETC.
� �� { + Q�r �\� i��
� 00 I X Z �� �i
p �� m �� ����
� mm . \� ���
U d W N
m fZl y
O 2' � N-I 2T_Z (DO!l�DH �oZm OD
mm X�m ��ZO� m�Xm r TRENCN ROCK COVERED WITH PERMEABLE
I D _ Dr SYNTNET{IpC FABRIC Oit 4� LAYER OF MARSH HAY OR
tn7� '��n� OC�mm CZiZ�D r;+1� INI.ET P�pRpTp� NXXT. PAPER lREO ROSIN;TH UNTREATED BUILDING 4�DI�LL�'THS�TION
= a�"� z-�m � ?�a� m'o
• �Rt ��O �m�om �OZ �Vmi EARTH BJILKFI�L AT LE T
, , N O='� y1n�� � � 6'ABOVE TOP OF ROCK
r-=-�------ OD Q12Z ��D�� mm� ? ��
'---� v-t o r' �^�m'�m �'� �
� �/7l��'. �p xZ� �m�c� mX� � AT LEAST 6' �EPTN OF CLEAN . °
� � I �C � < A- .�= o3m O Z ROCK 3/� TO 2�/Z DIA. SEE NOTE 3. •
�`.{� x-� m3. g'��r �1 m p �• ` .
i � ► 1 m �,� mx��� m D m -� oROP ewc �
�_T__�__1_1_ 1 O'� N���C �mZO � y � MAXIMUM LENGTH • 100 FEET
O �rn �O �O CD
\ I I Z N p��m� Z�C r OVERFILL NOTES� 1. BOTTOM OF TRENCH MUST BE LEVEL. TOP OF TRENGH
y m C� ANn�R1 ..�C� D 4 TO 6 INGNES ROCK MUST BE LEVEL.
O � r y � �-17C m ��� N ��_ _ _, ` INSPECTION
-+� � � � m r� D'�mr mm'� � � � �W LL Z. SLOPE ON OISTHIBUTION PIPE IS BETWEEN
{ N � �, LEVEL AND ♦ INCHES PER Ip0 FEET.
�r i D �m�•• m�r A RECOMMENDEO SLOPE IS LE�EL.
�� � � �� DDm> �cZ � BACKFlLL 6• Tp 12' OF
Z m Z-aD" z�m � SOIL BACKFIL� 3. DISTRIBUTION PIPE CAN BE PERFORATED
Z1 R1 m � O mN O PLASTIC INSTAILED WITH ONE ROW OF
� � -�m pm- �O � � .i • �l HOlES ALONG THE PIPE 90TTOM. PiPE
_ O � n � • �2�DEPTM OF MUST NAVE A BEARING STRENGTH OF
� m �.� • r RO P,�vE AT LEAST �000 Le/FT.
= N ��o r � AT LEAST 6'OF ♦. MAINTAIN NATURAL SOIL STRUCTURE IN THE
ROCK BEIAW TRENCN SVRFACES IN GONTACT WITH ROCK.
��?IPE. SEE
NOTE 3. 5, yyNERE TREES ARE PRESENT OR �IKE�Y TO BE
i6°TO 36' PRESENT DURING THE LIFE OF THE SYSTEM,
12 INCMES OF ROCK MUST 6E P�ACEO IXJDfR
TFIE DISTRIBUTtON PIPE,
TRENCH CONSTRUCTION DETAILS
F-K
REDWOOD, CED OR
WATER TIGHT Q LOCKABIE EI.ECTRIC BUX—� TREATEO POST�q x 4 min) '
PLUGS OR E�ECTRIC CONNEC710NS— �-�NSjDEL BOXRIC CONNECTIONS M�DE
Z" PVC CONDUIT SCHEDULE 80 -+-
MANHOLE COVER CHAINEO 9� LOCKED 6�Sp� LOOP OF POWER CORD FOR
S� LEMENT
SEALED MANNOLE RINGS-- FINAL GRADE
\ � �
�''� AT LEAST 12� "�'�
UNION
� BELOW GRADE
WIRE FROM POWER SUPPLY
-- - PIPE IS IAID ON A UNIFORM SLOPE FROM
,}� p��IP STATION UP TO SOIL TREATMENT MEA
/ F K PROPER DRAINBACK
SEALED TANK COVER- �IF PIPE AT TANK MUST BE LOWER TIiAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN (�y�' A �/� INCH WEEP HOLE MUST DE USEO
WITN ANCHOR---��� — yyEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT—
NOTES� EIEGTRiCAL WIRE FROM POWER SUPPLY
START_LEV�9__ _� _ MUST NOT RUN OVER ANY TANKS BUT
3"� '� - MUST BE LAID BESI�E O711ER TANKS
J �� AND MUST BE PLl10ED IN CONDUIT
l(�L
ALONG POST
SHUT-OFF_LEVEI�Q_ _ __ _ E�ECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT WIRFS CANNOT HAVE GROU��
Pl1MP CUNTROL FLOl1T - , CONTAGT.
`�`"� 0 0 0
.
l���'c' ° , - , , �`-�
�� �
r�su«F-x
.
METAL
COVER
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�
CONCRETE s�`
MANHOLE "r'
RING
METFiODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Fiburc C-14
� .
VERTICAL SIDEWALL SEPTIC TANK
�/-FINISHED GRADE
- AT LEAST 6"TO 12" SOIL AT LEAST
4" DIA. COVER 4" DIA.�,
� ' AT LEAST I"
�AIN �AT �EAST I"
� , .,, _
. -- 4 - - A
--�- � � A DIMENSIONS FOR TANKS WITH VERTICAL_SIDES
W�DTH, W 24" MINIMUM __.
' LENGIH, t_ 2 TO 3 TIMES THE WIDTH __
B DIAMETER 60` MINIMUM _ __ __
,, � DEPTH, D 30�_MINIMUM; 78" MAXIMUM _.�_ C �
--A 0.2 � - ---
- � AT LEAST g 6�� MiNIMUM 0.2 0 MAXIMUM _ 6" _
3�� �- ---
C 04 D
-- - -AT LEnST 4 FEET-- -- -�-�- --`�
NG 1 F S: �
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Ofl A A4�NI IOIE S�W.I Rk IOC�I EO(1VE�7 D�l/l I I E MA ET Of1 WU I.tll�TI WI 12 NCI IES
M1nOUllLtIXVICLS.INECF1JIEliI�COf11ft1c1'kC1MJH 6 F01111ptlZ(N11/1�CYl��(tt1iCN.1/VlKSDIMCIlfKM111140.150
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� PENCII.
� �AAFtKS .�.
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6 �
� 20 ri
�./ MANH LE i, �r
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INLET ` SCUM �. ' �; OUTLET
� , �'r''�OUT�ET tEVEL „��� � .�` Y
!: ���_'� � _ - �r ,� .'�
-.- SCUM CLEAR SPACE - _���� CLEAN OUT TANK WHEN�
;; - -' - __ �� ��", 'T '�4 IS 3' OR �.ESS OR
_ - -'- - - ��' g '8"IS 12'OR LESS
;, - -- = - - - 1
� . . . `� r.
:� :`,;.:•:,' ::`� . � ' . . . . :?: �� BLACK COIAR
, .�. ..:... . . ,.:�
� �'���:�:�'•.: '• SLUDGE : ;�� �� DISTINGUISHES SLUDGE
'����.;:�;;,:.::,.• ,�, LAY�R FROM LIOUID
�� +�..�•.�..;,.4•.:�: -- • • --
.,.. .i�;•
.e�; � .,SE::. .�;..,
MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK